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HomeMy WebLinkAbout01-06P_ROCKVILLE BANK SITE PLAN OF DEVELOPMENT_ELLINGTON ROADLi RmOCKVILLE I:t�N'� X090 ELLINGTjN ROAD •SOUTH VTINDStJR REVISED MARCH 23, 2001 REVISED APRIL 23, 2001 REVISED MAY 119 2001 REVISED DULY 69 2001 T P.tA( 74 per,. m y ) ow— •'. .� Alm y� 74 e as lr ,MAW sanaeusa tas limb AM �+y'cauuutx ROO �'o �R3 r SITE 0 30 X�'�LEY Q�Uy i� - �.• a F .000 LOCATION MAP SCALE: 1 " = 2000' PREPARED FOR OC VILLE BANK 280 TALCOMALLE ROAD vERNON� r 0NNEr�-nr-rIT OFO66 TEL. (860) 871-1859 PLANS PREPARED BY FUSS & CYNEILL INC. Consulting Engineers 3 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646-2469 NO CERTIFICATION IS EXPRE€pc_OFttPLIED UNLESS THIS PLAN BEARS THE LIVE SIGNAF THE UNDERSIGNED. < JAY J. GILES, P.E. LICENSE NO. 8939 ®e�ANAL Bx • CCJNNECTICUT SHEET INDEX TITLE TITLE SHEET KEY MAP SHEET NO. 1 2 PROPERTY SURVEY 3 GRADING AND UTILITY PLAN 4 LANDSCAPE AND SOIL EROSION CONTROL 5 EROSION CONTROL DETAILS 6 CONSTRUCTION DETAILS 7 SOUTH WINDSOR ALAI NOING DEFT, ZONING DATA BLOCK ZONE.• RESTRICTED COMMERCIAL (RC) ZONING INFORMATION REQUIRED PROVIDED LOT B LOT AREA 30,000 s.f. min. 112,373 s.f. LOT WIDTH 150 ft. min. 467.95 ft. LOT DEPTH 150 ft. min. 370 ft.t BUILDING HEIGHT 45 ft. max. < 45' BUILDING COVERAGE 25% max. 1.16% IMPERVIOUS COVERAGE 60% max. 7.52% PARKING LANDSCAPING 5% min. N/A FRONT YARD 65 ft. 65 ft. REAR YARD 25 ft. 25 ft. SIDE YARD 10 ff. 10 ft. ABUTTER LIST MAP -ID N/F ABUTTER 27-16 CATHOLIC CEMETERIES ASSOCIATION 700 MIDDLETOWN AVENUE NORTH HAVEN, CT 06473 50-11 STEVEN & JILL M. ANDROSS 1581 ELLINGTON ROAD 50-12 STANLEY WALDRON 859 CLARK STREET 50-13 STANLEY R. & VIOLA H. WALDREN 859 CLARK STREET 50-14 JON D. BERMAN & FRANK WAYNE RUSSO 819 CLARK STREET 50-15 STANLEY & VIOLA WALDREN 861A CLARK STREET 50-16 THE SAVINGS BANK OF ROCKVILLE 280 TALCOTTVILLE ROAD VERNON, CT 06066 50-17 GENERAL FINANCIAL SERVICES, INC. 8441 E. 32nd STREET N. SUITE 2000 WICHITA, KS 67226 50-18 PETER & LISA A. GRANCHELLI 7 DEMING STREET 50-19 ARTHUR L. & KATE C. SOUCY 17 DEMING STREET 50-20 ESTHER A. COTTON 25 DEMING STREET 50-21 ARMAND R. & PATRICIA A. SOUCY 33 DEMING STREET 50-22 LIONEL A. & MARGARET W. SOUCY 43 DEMING STREET 50-23 ARTHUR L. & KATE C. SOUCY 17 DEMING STREET 50-24 CYNTHIA B. SIENA 778 CLARK STREET 50-25 FRANCIS P. & NORMA D. PAJOT 770 CLARK STREET 50-26 CESAR & ELSIE L. RODRIGUEZ 762 CLARK STREET 51-1 RICHARD S. KELLEY 1744 ELLINGTON ROAD 51-2 RICHARD S. KELLEY 1744 ELLINGTON ROAD 51-3 RICHARD S. KELLEY 1744 ELLINGTON ROAD 51-4 HEALTHCARE REIT, INC. 1 SEAGATE SUITE 1500, PO BOX 1475 TULEDO, OH 43603 51-5 RICHARD S. KELLEY 49 ROSEMARY LANE 51-40 ROBERT ANDREWS JONES 76 DEMING STREET 51-41 GEORGE C. DOLAN 83 DEMING STREET 51-42 EUGENIA WASYLENKO 75 DEMING STREET 51-43 MARGARET B. JACK 673 ELLINGTON ROAD 51-44 ANDRIAN S. & CHERYL S. KEBALO 47 DEMING STREET 51-45 JOSEPH W. & IRENE BERTRAND 68 DEMING STREET 51-46 DFV ASSOCIATES H C. 60 DEMING STREET 51-47 ELIZABETH G. MOLLOY 50 DEMING STREET 63-7 SOUTH WINDSOR LAND CONSERVATION TRUST BOX 415 EAST WINDSOR HILL, CT 06082 63-8 610 ELLINGTON ROAD ASSOC. 610 ELLINGTON ROAD 63-9 CONN. RIVER WATERSHED COUN. 400 SULLIVAN AVENUE 63-11 SWLC TRUST c/o SHEPARD BOX 415 EAST WINDSOR HILL, CT 06082 64-1 STUART KAUFMAN (TRUSTEE) 1407 SULLIVAN AVENUE 64-47 GARY S. SPELUCIN 1708 ELLINGTON ROAD 64-48 NUNZIO & GERTRAUD & SICA GAETANO 1700 ELLINGTON ROAD 64-49 WEBSTER COURT ASSOCIATES 191 FRANKLIN AVENUE HARTFORD, CT 06114 64-50 JEFFRY W. COHO 1676 ELLINGTON ROAD NOT RELEASED FOR CONSTRUCTION OWNER/APPLICANT ROCKVILLE BANK 280 TALCOTTVILLE ROAD VERNON, CT 06066 TEL. (860) 871--1859 200 0 200 400 SCALE: 1 " = 200' J:\DWG\P87\87546\51 0\S7546—KM.DWG 1 ti J (zYE RO SOUTH W/NDSOR HIGH SCHOOL 5 Gr �: 74 S i SONG ?p �pC� 83 RD. St TE Q 30 O`F�S9i1'T ST. 9 9 �� V gOtJTN C��STER cyAAF� Rp. tdAN 84 BUCKLAND HILLS MALL VICINITY MAP (NOT TO SCALE) NOTES> 1. THIS SURVEY HAS 8MV PREPARED PURSUANT TO THE REGULATIONS OF CONNEC77CUT STATE AGENCIES SECTIONS 20-3006-1 THROUGH 20-3006-20 AND THE STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT AS ADOPTED BY THE CONNEC77CUT ASSOCfA77ON OF LAND SURVPYORS, INC ON SEP7EMBER 26, 1996. IT IS A PROPERTY SURVEY INTENDED 70 DEPICT L07S AS APPROVED BY 7HE THE TORN OF SOUTH WNDSOR PLANNING & ZONING COMMISSION ON NOwmm 12 1997 THIS SURVEY FALLS INTO THE RESURVEY BOUNDARY DETERMINATION CA7EGORY AND IS DEPENDENT IN NATURE: 7HE SURVEY CONFORMS 70 CLASS A-2 HORIZONTAL ACCURACY STANDARDS. AND CLASS T-2 VER77CAL ACCURACY STANDARDS 2- THE SUBJECT PARCEL IS LOCATED IN THE RC ZONE (RESTRICTED COMMERCIAL) IN THE TOWN OF SOUTH WINDSOR. a BEARINGS AND COORDINATES DEPICTED HEREON ARE BASED UPON MAP REFERENCE NUMBER 3, APPAREN7LY REFERRING TO CGS DATUM (NAD 27). 4. ELEVA77ONS ARE BASED UPON DESIGN aEV477ONS DEPICTED ON MAP REFERENCE NUMBER 6, DATUM UNKNOWN. 5 THE SUBECT PARCEL IS LOCATED IN FLOOD ZONE C (AREAS OF MINIMAL FLOODING). THIS DE7FWlNA770N IS BASED UPON A GRAPHIC PLOT OF A MAP ENTITLED 'FIRM FOOD INSURANCE RATE MAP TOWN OF SOUTH WINDSOR COIVNEC77CUT HARTFORO COUNTY PANEL 5 OF 9 COMMUNITY PANEL NUMBER 090036 0005 C MAP REVISED MAY 17, 1988 FEDERAL EMERGENCY MANAGEMENT AGENCY-. NO FIELD SURVEY WAS PERFORMED 710 .MAKE THIS DETERMINA7701V FROM. RC ZONE REQUIREMENTS MINIMUM MINIMUM MINIMUM EACH ZO FRONT YARD READ SM YARD 65 FT. :C 25 )V. 10 FT. MINIMUM MINIMUM t2T IND7N MINIMUM DER LQT AREA 30,000 SF.I LOT 150 FT. 'T. MAXIMUM \ MAXIMUM X ,$TORTES NE70H LOT COVERA(� 257 3 45 WHERE A BUFFER IS REQUIRED, THE REAR AND SIDE YARD SHALL BE A MINIMUM OF 25 FT. IN, .\ ,EGEND Qi EXISTING IRON PIN El EXIS77NG MONUMENT 0 IRON PIN TO BE SET ® MONUMENT TO BE SET OWNER/APPLICANT ROCKVILLE BANK 280 TALCOTTVILLE ROAD VERNON, CT 06066 TEL. (860) 871 •-1859 TO TA CUR VE 0 1. P. FOUND I.P. R.B. FOUND FOUND I I 0 0 I 1 I I I I I I I { { I I I I 1 I 0 SNET - f. ,,,323,p- ,��•- ----- ,- ._ _ __.._....._._..._...-_..._ ._._ .....__ .____ .-N05W 16;- ,_ r. -�--��- � 134 SNET w nr .._L._..----.._-_._.__._. N 361792.54 AREA TO 8E DEEDED ,' r� - 2799 = "✓ f 18 37 55" w / 24 E 651628.03 TO THE N 66 a9'19" w TOWN OF SOUTH WINDSOR 1527 SQ. FT PROPOSED SIGHT LINE l P / / t EASEMENT AREA=1,079 SF FOUND r,:: cp �I '0 ;f SNET SET MONUMENT r, 321 / / °� N/F �' f / / O 41 N 360872.2067 zt UNITED STATES TES POSTAL SERVICE I z( E 651923.8840 „ ` ff` rA L` �o �� S. Vt!L.R. !/®L. 98l PG. 209 y 1 ROPOSED SIGHT LINE EASEMENT AREA=2,910 SF co \ \ r o� I P \ PROPOSED CUR VE , hh' a6 FOUND ® A = 44'5939" L = 438.71 ' C. P. #108 X35119' 31 E -'' F .` N58'20'00 "W HUB/TACK CB = N34'01 50 W N 361123.66 I _. / f E 651911.94 ._..._.._ _.____... _. N 360920.54 C= 427.53 u.._._.,. E 651884.09 0 ,� SEAS N58"oo'w r ,1%Y' Kph ELEV.=84.88 LOT E3 �_7° .306.51 \ ,; 2.57 ACRES \ .' � off' ��<' .0•9 522 \ � ��, 112, 373 SQ. FT. DETAIL \ ' O•- p / (NOT TO SCALE) r n l �� / ♦ '�i / MAP REF804CES ;f - - - ,� �, - ? 17 D 1 1. COMMEC77CUT STATE' .HIGHWAY DEPARDWENT RIGHT OF WAY MAP TOWN OF / �. Soy °OO'OO "E / SOUTH WINDSOR EAST HAR7FORD- WAPPING ROAD FROM WAPPNG CENTER WSTERLY ABOUT f • c� f n �- � -/ SHEET NO. I OF 25APPROVED OCT1, 19 5ZSGALE 1"640' NUMBER 132-01 10 SY. f% - 2- 701W OF SOUTH WINDSOR PLAN SHOWNG LAND AND EASEMENT ACQUIRED oO / FROM MECHANICS SAVINGS BANK BY THE STATE OF CONNEC77CUT FOR THE SPORTA77ON�CHOr ENGINEER BUREAU OF ENGYNEEERING AND ,yam -J HIGHWAY OPERA710NS FAP NO S7PH-7132(2) 0) ( J. CONVEYANCE OF PARCELS "A' AND 'B' TO THE TOM OF SOUTH W1NDSOR �O I A ��• SOUTH WINDSOR, CONNEC77CUT SCALE 1'= 40' DA7E DEC.,1990 JOB NO. 89221 S o- �� EXISTING POND �tl 'o ' L D T A MARTEL DESIGN PR f F-ESSIONALS,INCARCIll7EC75 CLASS D RICHARD P. +Q v \i 4. PROPERTY MAPPED FOR JOHN G. SAMSEL, RICHARD L. MAHONEY & MELWN �Q 8E7 . MARKS VNGTON ROAD CLARK STREET, DEMING STREET SOUTH O v Ill \ 364, 015 SQ. FT WNDSDR, CONK. DA7E AUG. 30, 1988 REVISED TO 11-9-88 SCALE f =40' SHEET 2 OF 9 FUSS & O NEILL. INC. 8. 35 ACRES 5. PLOT PLAN TOWN SHOPPING CENTER DEVELOPED BY RICHARD S. KELLEY ` f_ TEL 644-8140 EZUNGTON ROAD SOUTH WNDSOR, CT. DATE 12-15-86 REWSEDD TO 3-f-88 SCALE 1 "=40' SHEET NO. S02 AND SD3 FUSS & O'NOLL, INC. 6. DEMING STREET REC0NS7RUC770N F.H. W.A. REG►ON NO. 1 STATE CONN., \�J �� �- - ' '' /' ' r.•-�""'! _- --`" �� TOM SOUTH WfNDSOR FED. AID PRO✓: NO. STPH 7132(5) PROJ. NO. 132-119 331. 06 - ���,,,�. _ YEAR 1995 SHEET NO. 9 TOTAL SHEET 26 SCALE 1 =40 ..• Z RE -SUBDIVISION PLAN PREPARED FOR GENERAL FINANANCIAL �- / oloo" V SERWC& INC. CLARK STREET DEMING STREET EiUNGWN ROAD HUB/TACK DRAINAGE EASEMENT \ i "" 4 '''� SOU1N WfNDSOR, CONNEC77CUT DATE 09-23-97 REVISION TO 12-22-97 SCALE f =F.A. 50' SHEET 1 OF 2. HESKETH & ASSOCIATES, INC, N 360745.18 IN FAVOR OF --�- "' _ _---- __�- & PROPERTY SURVEY PROPERTY OF 7HE SAVINGS BANK OF ROCKVILLE / E 652179.8 THE STATE OF CONNECTICUT ? p' S. Y CLARK STREET, DEMNG STREET, EUJNGTON ROAD, SOUTH WWDSOR, CT ELEV.=80.60 S W.L.I? VOL. 884 PG. 278 -"'"r DATE 01-19-99, SCALE 1'=50, SHEET 1 OF 2, F.A. HESKEIF•1 & ASSOCIATES„ INC. -� I.P. FOUN '-` 0h 1 C. P. #104 0 0 \ HUB/TACK \ N J61490.60 E 652224224.9595 w ELEV. =84.96 �O NIF 0) RICHARD S, KELLEY (6 S. W. L. R. VOL. 548 PG. 15 NIF S06 HE STATE OF CONNEC TI CU T \ S. W.L.R. VOL. 884 PG. 278 �s3\ N®/F s2Q 036\ RICHARD Z) KELLEY ' ----_ i P. oO FOUND `3 /o C.P. #106 Atv\) np C.P. o °-s HUB/TACK , J o e Y\ N 361113.83 O HUB N 3 E 652371.48 E 6 TN�F A Y ` ELEV.=83.12 �!l�� NOT RELEASED FOR CONSTRUCTION ELIZABE H G. M LLO ® \ / Lj PROD. MANAGER: S. W. L. R. VOL. 282 PG. 288 CHIEF DESIGNER: � F& M Co>n s7jti�tng Sragatst eers ,t o REVIEWED BY DATE o \ to -1 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 / n SURVEY (860) 64.6-2469 TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS �\ / a SITE NOTED HEREON. oo\\ � � z STRUCTURAL PROPERTY SURVEY ` / V' PREPARED FOR THIS MAP IS NOT VALID WITHOUT THE LIVE SIGNA7IfE�AN^iA RRESSION TYPE SE OF THE LAND SURVEYOR WHOSE SIGNAlUR���`�' Lo RCJCKO/ILLE BANK i- = REVISION DATE: 00 lb, 1 „ 40 p 40 80 Ili a 3 23 01 ©5/11 /01 a 1645 ELL! NGTON ROAD L ENCE R. GEISSLER, JR. �l-i, yg.��-'92327 B.S. MON. - _ Q a a4/2-3/01 a a SOUTH WINDSOR CONNECTICUT tl��•�a�rh�reet� n �Ae� FOUND SCALE: 1" = 40' � L DATUM: H: V: JOB NUMBER PHASE DATE SHEET NO. 3 SCALE: 1 = 40 87546 A10 OCT. 2000 J:\DWG\P87\87546\S10\87546-SP2.DWG N 360699.89 E 652203.25 NOTES: PARKING CALCULATION: IMSULUVARAVENIA-SOM WIT409 .CrOW74 Q " 1540 SULLIVAN AVENUE • SOUTH WINDSORICQMCQS0Zt 1. SIGHTLINE DISTANCE BASED ON A DESIGN SPEED OF 40 MPH. (1,300 SF/FLOOR)*(2 FLOORS)*(4.5 SPACES/1,000 SF) = 11.7 SPACES =12 SPACES AREA cooeasorsa+z SIGHTLINE EASEMENTS TO BE ESTABLISHED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. C.P. #110 cUTOM HAM March 30, 2001 PK NAIL April: zoos Certified Mail 2. BUILDING ADDRESS WILL BE 810 CLARK STREET, AS DESIGNTATED N 361458.09 n�haphhemd BY THE TOWN OF SOUTH WINDSOR ASSESOR'S OFFICE. t E 651620.49 Rodw&Buk Joseph F. Jeamel ELEV.=88. 93 n ,, n0T � Savings Bank of Rockville ' vt�er06m 280TaicottvilleRoad 3. MAXIMUM BUILDING HEIGHT WILL BE 36'f ``� ,.B. =- - Vernon CT 06066 RCR R :^ _ 5'. '^ r. i s ^ r + 5 "•> {* ` �VV T t= .M ucci.: f' '� , . �: = 79. 79 ne><l�f ret�a A _ 31 A Oo IRE , ? r- f= OU 1� f.%y' }!. Lz�l. 5 7- ? 5 ° ?C,�' C � , " L ✓ = 7n. 4 ••r-- r � Fr � E �t Rc Aim-osr.RA*wMBwkSit&rta( V°_ w._� �, `� W 1 pFF OV- S J'' ` 1�� WiamPbasedmadVWYOU tOftPk&ft�E7,omia;Ca�mvotedon RE: Appl. 400-24W, Saving Bank of Rockville (Assessor's map #51, trtv._83.?7-75" Pop A'e Apti!?4, ZOOt to spptovec►hh Pi P S (�• Q• � ,,`• i { . � Jam€ }, , r 1 LnoSeatioocae.aberozek(mocdappsa(ioasacasbei�at� Parcel 01), I zone. Corrected from August 2, 2000 letter.ofDmt Thust�is fart2,eoemanctimofa2�600 sg. 8. officobm'idht� onparpatylonsedonthoaoathaly aLtL $3• dmW0> ber200kssr*vbfL Ubv.RCmoessdnwttonplsosSapS+alhYFms&02.*3D,JobP2o 87stb Dear Mr. Jeamel rJ __ 0 daeedOc>SabetrZ00Ratevisnl Tadssppmralisssbleatotttsl6Bor(ia�nod,fcatim> T.F r _ - 1. pikelocamnmm=cd wyetewadt,ameeftnunbehddwbbTMMSum ti9t :� 2O' 1 "A� -- — 4+00 At the July 19 2000 regular m &� `� 15" RCP - F i ilt�i -: J _ I- -' ' -- i5+00 J % 5+50 6+00 1�+50 7+06 7+50 ' , 8+Q0 z Nobtr3L uitw�libeisttsed>mtitax8mta(yistshnebau8ledine,eTbxut�ec o> ce meeting, the Inland Wetlands .�� 0p°% % ; ;• Y 2+50 3+00 a +t 3 T>mt ,� mtesrotaditiaesaf Agency/Conservation Commission approved application #00-24P - -•� - - WA..- .. F' 1 • , 2+°° LARK S TRa T rgtpuw4m- �eCe.pptaolafa>ch>�Lwwsndsn�cytcon.avt3on �.F . 1+50 i�l.;a. �..� Coamtissioo,imia�ogaaa:sapRwbaokbcmrlict!>QamwLaofSsooQ. Savings Bank of Rockville, Inland Wetland/Conservation Commission �' v - `V�, `•.6 i i l� - 4. AnaLUMplmlisoquir pdatoirawneaoft:mcisaiearoca,pwcypasow=8.1.10afftZgoiis application for a re -subdivision of the present property on 1645 Ellington -' � � �:= 1 r�� 1NE / '�"� � Road (Assessor's Map #51, Parcel #1), RC zone. This approval is subject Repuld— PP J ----- -- _ S dcr�sve ifft 1=&basemeet r-- ..r. R...ib ., .. .- ._., .. . 7 � f '" • �, - _. .___ _"'-: -„ • ; ' ..__ "'s i 7 C_ s^Tf-�' - 1 t ^ ` ' '.^ - -- 'wr . `I'`L�.' ■ .+..r+...r..�. _-'tea.. Y.,-.t_z_.-...__...__ ?F _ y' !.).._. 6. is of is and ba to the following conditions: ' CF1 S SDR36 ,•.: - - - �• - ./; v, , t -�-:�' ' _;�_ r�,�_� �. Ahadsapebasd t6ea,>saattt SI,000 togntred mast ttohmiwdptiab5fmgatmylas g ?NI%=;9.Tfi-JS` RGI' VK`5..�� o l =� PVC •+�'� —r r r 7. AII urediLsCutCuad @La ntatbe(cfdio mdstidioalsed :'<� \ti s ()k pltms by rkvdoper stung il�tst¢ieofibaTo+mof G i, OPO$8 i' �et� R - 1. One blueprint copy of the entire set of plans and this letter � %' /' \ ` '•---f a- - ` _ - - • { • 9. Tha skad's beinehtd�doatiLeBni reproduced thereon, must be submit i -'` _ \ ` / • t'b: `' _ _ a` `ETsC;r ON b �' rep submitted to this Commission. This CONCRETE DRIVEWAY APRON �i' du- t •;�. ''"'``''''`' - a� i _ i___ u_ — -- --= - '(; :;:•'..1r�'• -_--.`.fir'-,j•".f �� ..__._...,...-_......_......_.. I-.____'_'-__ > , tO.Town smriewcommeri:silsbed 24,2001LntntbettddceseedtotheTo►en must be completed within 65 days roust riot to an f - ,.�•;.N_- (( �.:•,,.;;. .. _ N 361792.54 'a P Y PP P Y (SEE DETAIL) .. r odkWilmconstruction aetivi on the site. Plans submitted to Planning & ; , ,�, :°r,�=< ,f ^�, ,� E 651628.03 f �� 11.1LitapSaovslisfarptofeesbousloSieecAtprmo toatypoofol�oethuhssal p�ami r i .- -;.1c, 79.�� detnwA asme�iala Zoning; Commission shall be considered having met this requirement. \ I J O <)� tI ,� E+o�( ) padtinynagehmnmtsfartltattypao[ . 1. IC..B.` C oBHeensapeiiartoo PROPOSED WATER SERVICE 12.rigbaoa=PAbedb medmh wIh=1 Mpm 2. The application shall indemnify and hold harmless the Town of Sou :�: Q9 F l I ' •' • 19.9imaandedertmnatt.emtietred)Sv4.eAit1_alatd7MsiMCmnttwti ,itn_�__ ___._-r __.. t__Lote_ . ...Lc _L _� 1a ----- `'-- ---- .� If / G i r I Sn t s �_ O e G 7 9" £7� ) t,if / L 14 Vadmeasrecaiwsd. fomti(iasfldsetmd ,ttmstbe3autudedoathe rrllutsu( tsgaunSL ally uuoutLy, WLLt4lt nugni TCSLLLE Lrom Lane proposes !y»° J g' J > f HIV Y. =c -t,r - J ti L i rt j v-' t 5 asntarervrry im p) PROPOSED WATER SERVICE �( ::: -' aD 0'- � V = 8, 5 RCP aoecmoembemsdearooeaete tliHatimtiarotmmtbe Pe Q r rs opera or use. / l 7Yp. V. A { t t a ` M t 6' r 16.TbisttpptvvsIGmilstbe trio flttme SHUTOFF if\ - ),`� ^'' TE �i=' ! Pe f0° tnO canonsFiae+ed)daesottncmelyyayy� 3. The permit is valid for five years and shall expire on July 19, 2005. It is the landowner(s)Japplicant(s) responsibility to track expiration } �S• >3i.r�.od.2aroetmaeptamtu(ylrsofShoaa4wi�dteabo.n dates and no the Commission of a renewal request at least 65 days ' N� ;;� r �� PAVERS 9� t PROPOSED aopiesoft5eeaersadof kmlavrtbs q Y l.:` C ; •{••� l (i�,P ,���, p tmbmitxodin9d+tG>tsaniadarwIddtL30 be >'+Y+� prior to expiration. ,� % � � � • N ' . ,,<- SITE LIGHTING mastberepfodtaa aswdltts9aeJalaaLdWtFaads Town of South Windsor Ft?Lff.{i. C� GtiN x0 y-� ••':•,• ••/ /' off= t A>cmeyJQaatetvstlonCao�ssioo / O .•:,,. .� 12 - P NO SPACES fo ' ; 6• BITUMINOUS ' r March 30, 2001 ' ante(xyl�ShmbeeAttfdotdtrs�eCnt�ittt Cteywilibe(etatasdto !oz CONCRE17E CURBING - yat BGmginC9ftUWoeoftLs Page 2 % - TownCiek,A�ef513setbasephm,aocrrofta.saaiptmmcbosotmittedm�oriarmatgDegsLemmR, � .- / `.�-' ''•_._i:s:-�&;,..:P8990 + 4511 varaca�r7otm(, 4. All approvals required must be obtained and submitted prior to any t� f3r" -� t7eY• T TO MANHOLE)" ' ` N F Lt/al 8 y activity on the site. j ' ` %' ` ' / :;,•. fJ 1x i 9. 8B9 Pit' i Very truly yours, UNITED STA TES POSTAL SERVICE ` rf r, •'%r: . 1300 sq. 1- t Vi- I• } INLAND WETLANDS AGENCY/ ,�';f / ,� rn FOOTPRINT PROPOSED 5' 0;HN!iRETE WALK S. W L. R. VOL. 981 PG. 209 a, Tom CONSERVATION COMMISSION ` r / FF. 89.00 SapafntmtLrffofYoIIQ4ontbadol ' L` `^"` r / — i ' 64 LF_ 15" RCP �1 0°,6 �O O f < c�o'ardn Elizabeth Warren Chairperson r ' �' ' //` f ' ` 6S ^`•� / J "`4 �'? / •Jry•-_ //1� i `Town o esouth `Zlir, U at cc: Chief Building Official ;' '\ \ r ' • o : � T.F. : S7 30 T � -n` 1540 sVti1VAN AVENUE. SOVfH WINOSOR, Cr OGO Tovena Engineer r^• „ ,-, \ ,r•. - . .` » .. ' IM1.81.5' ' a ` TELEPHONE cssol 644 2su'83.72-15 RCP SW Jtae 19,2001 Jay Giles, Fuss & O'Neill ® % r' <;?i t ° ' .. • ,, / INV. 81.0' '_ (INSTALL. RODENTS IR- BEEN) Mr.Iamescukaaow[a ' � •^-' r -I _ / - - _.. t Faes&.O'Nit[I,Ine, :f= '' i•- .'"`` - •T '�' rfs � -r 146HmeordROW .'Gil � 'i• -- Mare tks, Cr OWO - o r' ' C. P. #10 - •�,';,,. �- - -'�' ; ` :- ; x o N 361123.66 tte RoeMllo73tnk-Approval soCanxet > 94 X HUB/T. ' K Dar Mr. Cedamwiea: '� '=8^..�a�.__..._._.._._ I O . ,- �'` 920.54 ;�' E 651911. X/ ' % - The Swdt lVmdsecwatotbliubwCanMal AWDaitl; *I fts Buhr medwZoflwlo S 2001, gave '' `4 -- .f2 p � , .. ,,,- r /-' °.; --' �' E 51884. 09 µ ,,� -- / ~ - 4'ir, � gesyalan melamsnuRosSCvilte jnd V - . 'Cr'5. .�71-._ ! % s Ul'J ��• %�' r %i' , - '' ' ` - LOT B 3' ' .r �.. otaiforthamnneedmtotbe7oxa'sonwtn ofacmta,xtcialbuild- n'r Emak,LoutedetthecomaofCSalcandDeauagst,sov&vrmdso:dlmmonpl=3pmpaedbyFm& h '/ ,� �__ O'Nd4ix.,Mmcbener,Cr.,Job.49T54detttare Hca slwaaon bwadtkdIXt D il`�V.=7✓.va' Si'� �'`- % �,• ,- J / f.'! r" / I` star ELEV.=84.88. '' '- SDeet N2,aaud l42000, aiM ma»oa drted 5-ll-Ol and Sheol N3emakd"Rnpaty survey", dated 10•\�I /,1` _ ,. 2.57 ACRES 2000, aitD a,evisioosdaEod3-23.41,413.OI and S-Ll-0I:smd mDjectto tDe folloeiagt�nditions Il/ ` �._ .rt ,,. 7 C(/_�/ T 1. cDxgeiadscamocntofS2.s00.b1sWooaaumoftacaispoyaDboftStotimethee`er•'% r ! /2j31 `v-Iaal._. F• • 4. T"bnk42ppmv2loftbe Town Rag�oSag DMutiocat S. M. r�T1�s7? Z l /r \ r '; J Q - y/ _ Y .,_ y- \ _... . ,�r. -..-.. •'' /, 5. PinslAWDmity appmvsl and acapdutoeof4se aeaiatyat wetage cmmepionwiC begism ona the 7•.. . ^il•J. �"G� �` �, %"' OO - '� •- ' _•-• \` -_ - .. _.._ _ .• , sewerliaebasizeoit>snlledmdiagrzctedbytlwTowasnff,aadDascdspamthe�vritont�aifwtion ;AiV = 73. (�'.7 o£die?awn statfQ,at ail sanitary seine: tine was faslallcd is cubstaatisl eoafiaaatttt wttb thedatgJt .-,=°% 1 -•.. „_. /'' -� piaasptsvku,Jyspp=cd bytba AaG.*. mdmoctingatl To ngahtiaos*ad appmptiue I % ;' i ! `\ `� „ _ ^ r`'� _ ✓ '� �� technical Nalrcom sehtmg ro sanitary awaeoustruaion. ,, f _ _____., _ __ r --`• _ ---� ` n4zpptosatkticrtttuttbesirpaimposedontbefmslsppmvalplans _ ,, Very YYoai i FY •= '� rs...._......_.....__.....__.__..._._._..._. .,`� ;.O V' ' ; i' ..`I",, / f-.✓_r.,,,r•`....."'-",` :`ti•'-�,ti` - _..... �> - 0 •°S. 1t�! Y. = ' Jam. ,i Si _.. 15" AC 1..11! P W �1 r,/ `p`. l . „ r'' ✓ �t ��i- - ...••.'.' C - _ \ \ •-`, I -•" }p{} ..!• yr -' f f lYs�'tNution Coouvi auu,on .�% •V` / r'i : ". �': S. . \ _•ti,.` /-� "� f�.••J �'�`':— ..i / �'t .Y. - / �-- CC.`ftl�G.v>de1�4TD;tt�ttboio�blk worts i �_ •' _i•''rr `// �, \�`, .r,` (W�;' �,�;,'� N � � � .' � -..- . TounEogiaoer •• - ...,_-..._ ._..-..._..-............r-- .;1., - % p vl� � i CS l'.,�. ,,t � 1 'j�•w,��•„.-'''� _;,r-' Sfatcial3amch,Direaoeof)?hnaing T, " =:I. O /'- . �LJ d ISOCr E t `V;r.:.''., t,�•" ••> `/"' '. w•� } L '"..'f .may" - RodtvrWcBmk gl°sp°`ro` r'•/i • = �''.� 7LJ __; �i„ 'i_,r; �, - .jY�. r r `t + -O .::�. O. - I i .,, ..�( II ,E i• i C�l'V'.' ?J t `v t t j \-.• �` - / JS. .=78. %z IL \ ! 3`�3-i� ?t,<< ;� t."\ l ! c `a •, f �J% `?� ~ ^__ ' _ LOT A l ill v°4t _ �, - 364, 015 - SQ FT `'\ ' .� --- �: /\, 8.35 ACRES ' } ;�`\ � �' „•.--"'ter.." •�'`�..,,....,._-`.`~.,_•.,___..., /��`` �l J IN V = 79, 20- 15 RCP S _ �; - ...,t 1, . \� �.... _� 26 R Y 331 • �6 IN V = 79, 50- - -- 4 A CG'iiYl� ' ` SW � t � ! 7 ., ?t _ � d'� � � `�, - '-" .-� �`� " .�---�" ��� w IN1/ 70.10--15" RCP Nily / < C.P. 107 � �' ,1 - -- � — . 'O- � HUBACK DRAINAGE EASEMENT a�� N 360745.18 /N FAVOR OF '.-'--T'^- j r f E 652179.8 THE STATE OF • - ` y_ �N • _ o /J CONNECTICUT; - ���10 $. Y. i ",• s Y...R '^. y - - -- ' ELEV.=80.60 S W.L.R. VOL. 884 ,PG._.27_._ IN,Iftft_ C.P. #104 \ N- .360699.89 E 652203 25 HUB/T 1 GK _-�' '= N 361490.60 E 1652224.95 := , ,. ''-�•� _"" ems='' - `� ELEV. =84.96 NIF 00 RICHARD S. KE L Y S. W.L.R. VOL. 548 PG. 15 THE STATE OF CONNECTICUT\ j S. W.L.R. VOL. 884 PG. 278 \ y- N/F IN, \ ` , ... .. . ...r.. C.P0 . y #16C.P. 00 \ ` O- 'A IN,-r' ♦ S HUB/TACK HUB NIFt _ NOT RELEASED FOR CONSTRUCTION \ ` EV.=83.12 \� ELIZABETH G. MALLOY �` '.\ -. %:.- EL t / PROJ. MANAGER: \-LEGEND S.WL.R. VOL. 282 PG. 288 ��� ; o `4 CHIEF DESIGNER: cers ;> >- TO My KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS 4- o REVIEWED BY DATE $ '►� nU) _J 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 QQ EXISTING IRON PIN NOTED HEREON. Q, / M Q SURVEY (860) 646-2469 0 EXISTING MONUMENT ,..,,.,,e.,..., „�� �,,,,..,,,..,� „� ` r- ' / TN/S AAAP /.S NnT VAlln W/THnI/T THE /I1/F _SlGN.4Tl/RF ANn IA�PRF_SS/nN TYPE SITE IRIS Jl%RYC/ HnSc�cJv i/�crnRcu rVnOut"I IV /RG IfGWGIiNt,RJ ur .1' �.'" •••••� •••• •• ••� ••• ••••••••• ••• •• ••••• ••••— ••� •••••••• •�• •• ••••• ••�•••�••�• •• L al - CONNEC77CUT STATE AGENCES SECTIONS 20-JOOb-I 7HROUGH 20-3001b 20 AND SEAL QF THE LAND SURVEYOR WHOSE SIGNA TORE APPEARS HEREON. STRUCTURAL IRON PIN TO BE SET 771E STANDARDS FOR SURVEYS AND MAPS uv 771E STATE CONNECncUT \ 1 ' t .. l l l N z LAYOUT, GRADING, UTILITY, AND PARKING P LA N ■ MONUMENT TO BE SET AS ADOPTED BY THE CONNEC77CUT ASSOGYA7I0N OF LAND SURWYORS, INC °" SEP7r xreER 2B, 1996 a PREPARED FOR IT iS A PROPERTY SURVEY INTENDED TO DEPICT L07S AS APPROVED BY THE ` _` , (O THE WillV OF soU>H MlNDSOR PLANNING # ZONING CAk/M/S570N ON ; LAB- C . G IS LER, L.S NO. 1 27 ROC KVI LLE BAN K NOMWBER 1Z 199Z OWNER/APPLICANT THIS SURVEY FALLS INTO THE RESURVEY BOUNDARY DE7F1WINA17CN CA7ECARY AND � REVISION DATE: ROCKVILLE BANK IS DEPENDENT IN NATURE 40 0 40 80 tali 0 10/19/00 ©4/23/01 © 7/6/01 1645 ELLINGTON ROAD 280 TALCOTTVILLE ROAD Q ®3/23/01 05/11/01 © SOUTH WINDSOR CONNECTICUT VERNON, CT 06066 THE SURVEY CONFORMS TO CLASS A-2 H0R7OINTAL ACCURACY SlAhOARDSa TEL. (860) 871-1859 AND aAss r-2 vERncAI ACCURAc�' STANJARDS i SCALE: 1" = 40' Lzt•l. ti. DATUM: H: NAD 27 V: MAP 6 1 JOB NUMBER I PHASEI DATE A I 10- SCALE: 1= 40 87546 Al 0 1 OCT. 2000 ( 5 H t t I N U. 'F° ' J:\DWG\P87\87546\S 10\87546-SP2. DWG HOSE CHAFING GUARD AT FIRST BRANCHING TRUNK WRAPPING MATERIAL WIRE GUYS, 3 PIM- TREE TURNBUCKLES 014 ALL GUYS FLAG 4' MULCH — DO NOT PLACE IN CONTACT WITH BARK 3' SAUCER RIM BACKFILL W/PLAhMNG SOIL MIXTURE BURY DEADMEN BELOW GRADE FOLD BACK BURLAP LOOSEN SUBSOIL 6' BELOW BOTTOM OF PUNT PA OR OWREXCAVATE LEDGE TO 18" BELOW ROOT BAIL & BACKFILL TOPSOIL TURNBUCKLES ON ALL GUYS WIRE GUYS, 2 PER TREE WOOD STAKES, 2 OPP. PER TREE, 3 FOR TREES OVER 8' HT. HOSE CHAFING GUARD 4" MULCH — DO NOT PUCE IN CONTACT WITH BARK 3' SAUCER RIM FOLD 13ACK BURLAP OR REMOVE GRASSES FROM TRANSPLANTED SPRUCES DRIVE STAKE INTO UNDISTURBED SOIL BACKFILL W/PLANTING SOIL MIXTURE LOOS124 SUBSOIL 6" BELOW BOTTOM OF PLANT PIT OR OVEREXCAVATE LEDGE TO 18" BELOW ROOTHALL AND BACKFILL WITH TOPSOIL VARIESQUANTITY SPACE , *N ON PLAN 4" MULCH : DO NOT PLACE IN CONTACT WITH BARK 3" SAUCER RIM BACI ILL : SaL MIXTURE FOLD BACK BURLAP LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANT PIT II. SITE LIGHTING NOTES SITE LIGHTING NOTES: 1. Site lighting is to be fed from the new building electric panel. Dusk "on" to time clock "off" controls are to be located with the building's electric equipment. 2. Conformance with Town of S. Windsor and with NU requirements, NEC and with contract documents is the basis of the work. Coordination with all parties is required. 3. Site lighting includes five poles and fixtures with control, distribution, and all associated apparatus. 6. All wire is copper, XHHW insulation with 1" schedule 40 PVC conduit, in vegetated areas, under sidewalks, and schedule 80 PVC in paved areas subject to vehicular traffic, buried 24" min. below finish grade. 7. Provide two fuses, per fixture in break away insulated fuse holders 8. Pull boxes, not shown, shall be watertight as required by N.E.C. 9. All wire junctions or terminations are to be made in light poles or utility enclosure using waterproof methods with heat shrink insulated products. 10. Contractor required to locate and avoid all utility conduits. Damage to other utilities shall be prepared without additional costs to owner. 11. Lighting shall be rotated and aimed per direction of engineer during illuminance measurements and operational testing. 12. Ught pole foundations along retaining walls are to be tied into wall per direction of engineer. 13. Ughting control shall be photo electric, (dusk) turn "on" and time clock turn "off'. Time control is as directed by owner. 14. Ughting structures, poles and foundations are to comply with requirements of AASHTO Standard Specifications for Structural Supports to Highway Signs, Luminaires and Traffic Signals — 1991. ALL FLOOD & SITE UGHTING AND OTHER TYPES OF EXTERIOR UGHTING SHALL BE ARRANGED SO THAT UGHTS WILL NOT CAUSE OBJECTIONABLE GLARE INTO THE EYES OF ANY PERSON EXTERNAL TO THE PREMISES, OR CAUSE A NUISANCE FROM EXCESSIVE GLARE. POLES ARE TO MEET 80 MPH E.P.A. RATINGS MOUNTING HEIGHT: 12' TO THE BOTTOM OF FIXTURE FIXTURE TILT: ZERO DEG FROM HORIZONTAL LABEL QTY CATALOG # & WATTAGE DESCRIPTION LUMENS MF --� 1 Ruud# S4VH620-M (20OMH) 16' AREA CUTOFF / FORWARD THROW 15000 , 75 --�l1 4 Ruud# S3VH620-M (20OMH) 16' PARKING/ROADWAY / TYPE III MEDIUM 15000 .75 POLE 1 5 1 115' )K 4' SQ. STEEL POLE, DIRECT SGLE MOUNT IGHTING NOTES: ALL FLOOD LIGHTING AND OTHER TYPES OF LIGHTING SHALL BE ARRANGED SO THAT LIGHTS WILL NOT SHINE INTO THE EYES OF ANY PERSON EXTERNAL TO THE PREMISES, OR CAUSE A NUISANCE FROM EXCESSIVE GLARE. POLES ARE TO MEET 80 MPH E.P.A. RATINGS. IMOUNTING HEIGHT: 15 1 O THE BV 1 I OM OF FIXTURE. FIXTURE TILT: ZERO DEG FROM HORIZONTAL. PLANT LIST CD. # BOTANICAL NAME DECIDUOUS TREES A 3 AMELANCHIER CUMULUS B 2 PRUNUS SARGENTII C 1 ACER RUBRUM EVERGREEN TREES D 3 PICEA ABIES E 7 THUJA 0. NIGRA SHRUBS F 4 CHAMAECYPARIS NANA GRACILIS G 1 EUONYMUS V. EMERALD GAIETY H 7 JLJNIPERUS S, BLUE STAR 1 2 ILEX VERT. RED SPRITE K 6 RHODODENDRON STEWARTSONIAN L 3 TAXUS TAUNTONI GROUNDCOVFRS HA 50 AJUGA JUNGLE BEAUTY BB 50 PHLOX SUB. WHITE DELIGHT CC 40 SEDUM AUTUMN JOY OWNER/APPLICANT ROCKVILLE BANK 280 TALCOTTVILLE ROAD VERNON, CT 06066 TEL. (860) 871-1859 COMMON NAME CUMULUS SHADBLOW SARGENT CHERRY RED MAPLE NORWAY SPRUCE DARK AMERICAN ARBORVITAE DWARF HINOKI CYPRESS VARIEGATED WINTERCREEPER BLUE STAR JUNIPER DWARF WINTERBERRY RED EVERGREEN AZALEA TAUNTON YEW BUGLEWEED WHITE CREEPING PHLOX AUTUMN JOY SEDUM SIZE 2-2 1 /2" CAL. 2 1/2-3" CAL. 3-3 1 /2" CAL. 5-6' HT. 4-5' HT. 2-3' HT. 18-24" SPD. 18-24" SPD. 18-24" SPD. 18-24" SPD. 18-24" SPD. QT. POT PT. POT QT. POT 1 7- W MFT; H41 i nF; 1 Pn V; SQUARE LANTERN STYLE, ROUND BOROSILICATE REFRACTOR, DIRECT POST -TOP MOUNTING. 6' r - +yy ... +41 l' .kNTI-TRACK APRON SEE DETAIL SHT. 6) PROPOSED HA) / 1884.09 = 84.88= 57 ACRES 37-3-SQ.. Fr. T\/r"%r" fit r_%1e__rT 1M1 ITIIIAI -- . A N .361723.66. E 651911. 94 20 0 20 40 60 SCALE: 1 " = 20' RIBUTION APPROXIMATE EXISTING PLANTINGS: SPRUCES AND OAKS NOT RELEASED FOR CONSTRUCTION — Z_U 10\87546—SP2.DWG FINISH CONSTRI ENTRAN( 6" (MINIMUM) BELOW GRADE 31LT FENCE AT CATCH BASINS 10't DIRECTION OF BINDING WIRE OR TWINE n. o� EXISTING GRADE � ~ COMPACTED o / � % BACKFILL M I t- EXISTING EDGE OF PAVEMENT-j ADJACENT ROADWAY LOCATION PLAN DEPTH OF 4" HAYBALES 50'-0" SEE NOTE NO. 6" OF CONNEC11CUT D.O. 2" CRUSHED GRAVEL SECTION OODEN STAKES DRIVEN )F 12" INTO THE GROUND :N LATERAL CROSS S AS NEEDED FILTER FABRIC f FENCE SHALL CONFORM THE REQUIREMENTS SHOWN SILT FENCE DETAIL BALED HAY OR 1-ITon111 BALES BUTTED TOGETHER WEDGE LOOSE BETWEEN BALE: CREATE A COM BARRIER 2"x2"x3' LONG OR REBAR EACH BALE (2 STAKES PER BALE) FILTER FABRIC FINISH GRADE COMPACTED SUBGRADE NOTES: 1.) MAINTAIN ANTI -TRACKING PAVEMENT IN GOOD CONDITION THROUGHOUT CONSTRUCTION PERIOD. 2.) ADJACENT ROADWAY SHALL BE SWEPT DAILY TO REMOVE ANY MATERIAL THAT MAY BE TRACKED ONTO PAVEMENT. 3.) WIDTH OF APRON SHALL NOT BE LESS THAN WIDTH OF INGRESS OR EGRESS. PLAN FLOW BALES TO BE BUTTED TOGETHER EXIST. GRADE OR - PAVEMENT (DO NOT STAKE IN PAVEMENT) BALED HAY OR STRAW PLAN FILTER FABRIC OVER GRATE CATCH BASIN SECTION AT LOW POINT HAYBALES 1.) INSTALL SILT FENCE & WOOD STAKES AS RECOMMENDED BY MANUFACTURER. 2.) SILT FENCE SUBJECT TO HEAVY LOADS SHALL BE REINFORCED WITH FARM FENCING do STEEL POSTS (0.5 POUNDS STEEL / LIN. FT.) THE MINIMUM POST LENGTH SHALL BE 5'-0". 3.) SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE , NYLON , POLYESTER OR ETHYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: FLOW WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER 2"x2"x3' LONG STAKES OR REBARS EACH BALE FINISH GRADE BURY TO A DEPTH OF 4" FILENAME: EC1:)6.DWG 42' HIGH WIRE FENCE BACKING FOR STANDARD FILTER FABRIC 14 GA. MIN. 6 x6' MAX. MESH SPACING (SEE NOTE 2) ARE FENCE TO EXTEND 6" INTO TRENCH PHYSICAL PROPERTY FILTERING EFFICIENCY TENSILE STRENGTH AT 20% (MAX.) ELONGATION FLOW RATE SELF-SUPPORTING SILT FENCE FABRIC OR FILTER FABRIC ATTACHED, TO WIRE FENCE (SEE NOTE NO. 2) FINISH GRADE SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4' MINIMUM OF TOPSOIL, SEED AS INDICATED ON LANDSCAPE PLAN. CONDITION SOIL WITH FERTILIZER APPLIED AT A RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQ. FT. USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROt lNn I IAAECTONE (POI IIVe LENT TO 5 PERCE,:IT CAL Iwlvj PLUS Iv1AG,Y'ESiU,vi OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT. TEMPORARY VEGETATIVE COVER: SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1. ANNUAL RYE GRASS 100%. APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. CONSTRUCTION SEQUENCE 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER'S REPRESENTATIVES SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE SOUTH WINDSOR TOWN STAFF. 2. INSTALL THE ANTI -TRACKING APRON AS DEPICTED ON THE PLANS AT ELLINGTON ROAD. 3. INSTALL THE SILT FENCE AS DEPICTED ON THE PLANS. 4. STRIP AND STOCKPILE TOPSOIL IN THE AREA AS DEPICTED ON THE EROSION CONTROL PLAN. EXCESS TOPSOIL IS TO BE REMOVED FROM SITE. 5. BEGIN THE ROUGH GRADING OF THE FRONT PARKING AND BUILDING AREAS. 6. WHEN ROUGH GRADING IS COMPLETE, CONSTRUCTION OF THE STORMWATER DRAINAGE SYSTEM CAN BEGIN. CONSTRUCTION OF THE BUILDING, AND OTHER UTILITIES MAY BEGIN. 7. THE ACCESS DRIVE AND PARKING AREAS ARE TO BE BROUGHT TO PROPER SUBGRADE. 8. INSTALL BASE, BINDER, CURB AND WALKS FOR THE SITE. 9. INSTALL FINISH COURSE OF PAVEMENT, LOAM, SEED, LANDSCAPE, SIGNAGE, PAVEMENT MARKINGS AND REMAINING SITE APPURTANCES. 10. ALL EROSION CONTROL MEASURES ARE TO REMAIN IN PLACE UNTIL SITE STABILIZATION IS COMPLETE. OPERATIONS AND MAINTENANCE SCHEDULE THE FOLLOWING IS AN OPERATIONS AND MAINTENANCE PROGRAM FOR THE TEMPORARY AND PERMANENT SEDIMENTATION AND STORMWATER SYSTEM CONTROLS. IT IS INTENDED AS AN OVERALL GUIDE. ABNORMAL CONDITIONS SUCH AS A LARGE PRECIPITATION EVENT OR EXTENDED RAIN OR WET SNOW CONDITION MAY REQUIRE MORE AGGRESSIVE MEASURES TO MAINTAIN THE SITE IN A STABLE CONDITION. TEMPORARY MEASURES: 1. SILT FENCING AND CATCH BASIN PROTECTION ARE TO BE INSPECTED ON A WEEKLY BASIS AND AFTER AN INTENSE STORM EVENT. THE MEASURES ARE TO BE REPAIRED AND/OR REPLACED AS NEEDED. 2. THE ANTI -TRACKING APRON IS TO BE INSPECTED TWICE WEEKLY. STONE IS TO BE SUPPLEMENTED OR REPLACED AS NEEDED. 3. THE ENTRANCE DRIVE AND ELLINGTON ROAD ARE TO BE SWEPT AS NEEDED OR REQUESTED BY THE TOWN OF SOUTH WINDSOR IF SEDIMENT IS DEPOSITED ON ELLINGTON ROAD FROM THIS SITE. PERMANENT MEASURES: 1. CATCH BASIN SUMPS, AND RETENTION BASIN AREAS ARE TO BE INSPECTED AND CLEANED OF SEDIMENT AND DEBRIS AS NEEDED FOLLOWING CONSTRUCTION OF THE SITE AND THEN BIANNUALLY IN THE SPRING AND FALL. FLOW \ I \ar RECOMPACTED BACKFILI_ EXTEND 6' OF FABRIC BELOW GROUND .SECTION REQUIREMEMj 75% (MIN.) EXTRA STRENGTH 50 Ibs. / LIN. IN. STANDARD STRENGTH 30 Ibs. / LIN. IN. (MIN.) 0.3 CAL. / SO. FT. / MIN. (MIN.) "x2' WOOD STAKE (MIN. LENGTH: 3'-6') EROSION & SEDIMENT CONTROL NOTES 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO STUMP REMOVAL AND CONSTRUCTION. ANTI -TRACK APRON SHALL BE INSTALLED BEFORE CONSTRUCTION TRAFFIC INTO AND OUT OF PROJECT AREA BEGINS. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS SHALL BE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION, 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND WATER CONSERVATION", 1988 OR LATEST EDITION AND TOWN REGULATIONS. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. 3. ADDITIONAL CONTROL MEASURES SHALL BE INSTALLED DURING THE CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE OWNER OR AGENTS OF THE TOWN OF MANCHESTER IN ACCORDANCE WITH THE OCTOBER 1, 1993 STATE OF CONNECTICUT GENERAL PERMIT FOR STORMWATER AND DEWATERING WASTE WATER FROM CONNECTICUT ACTIVITIES (CGS 22A-430B) AT NO ADDITIONAL COST TO OWNER. 4. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. ALL HAYBALES RETAINING SEDIMENT OVER 1 /2 THEIR HEIGHT AND ALL SILT FENCING RETAINING SEDIMENT TO A DEPTH OF 12 INCHES OR MORE SHALL HAVE THE SEDIMENT REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED. 5. THE CONTRACTOR SHALL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE RFQUIRFMFNTS ANn OR_]FCTIVFS OF THE PLAN, AND NOTIFYING THE PROPER TOWN AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. THE OWNER SHALL BE RESPONSIBLE FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT THE LIFE OF THIS CONTRACT. DUST CONTROL SHALL INCLUDE, BUT IS NOT LIMITED TO, SPRINKLING OF WATER ON EXPOSED SOILS AND HAUL ROADS. CONTRACTOR SHALL CONTROL DUST TO PREVENT A HAZARD TO TRAFFIC ON ADJACENT ROADWAYS. 7. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND DISTURBANCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO STABILIZE SOILS. 8. HAYBALES SHALL BE USED ONLY AS A TEMPORARY MEASURE. WHERE CONTROL MEASURES WILL BE REQUIRED FOR LONGER THAN SIXTY (60) DAYS, FILTER FABRIC SHALL BE USED. 9. WHERE DEWATERING IS NECESSARY, THERE SHALL NOT BE A DISCHARGE DIRECTLY INTO WETLANDS OR WATERCOURSES. PROPER METHODS AND DEVICES SHALL BE UTILIZED TO THE EXTENT PERMITTED BY LAW, SUCH AS PUMPING WATER INTO A TEMPORARY SEDIMENTATION BASIN, PROVIDING SURGE PROTECTION AT THE INLET AND OUTLET OF PUMPS, FLOATING THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED SOLIDS. IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID OPERATION SHALL CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF CONTROLLING TURBIDITY ARE DETERMINED AND IMPLEMENTED. THE CONTRACTOR MUST SUBMIT HIS DESIGN ALONG WITH THE LOCATIONS OF THE BASIN TO THE TOWN OF MANCHESTER PRIOR TO CONSTRUCTION. EROSION CONTROL SEQUENCE 1. INSTALL PERIMETER SILT FENCE. 2. INSTALL ANTI -TRACKING APRON. CONTRACTOR SHALL USE ANTI -TRACKING APRON AS SOLE VEHICULAR ACCESS OR SHALL INSTALL ADDITIONAL ANTI -TRACKING APRON(S) AS REQUIRED. 3. CLEAR & GRUB AREAS TO BE GRADED. DO NOT GRUB AREAS WHERE GRADING WILL BE DELAYED 30 OR MORE DAYS. 4. GRADING AND SITE CONSTRUCTION MAY BEGIN AT THIS TIME, SEE EROSION AND SEDIMENT CONTROL NOTES. 5. AS THE STORM DRAINAGE SYSTEM IS COMPLETED, SILT FENCE IS TO BE INSTALLED AROUND CATCH BASINS. 6. SILT FENCES SHALL BE INSPECTED REGULARLY AND PROMPTLY REPAIRED OR REPLACED AS NEEDED. ACCUMULATED SILT SHALL BE REMOVED WHERE IT REACHES A DEPTH OF 12 INCHES. 7. WHEN AN AREA TO BE LANDSCAPED REACHES FINAL GRADE, IT SHALL BE LOAMED AND SEEDED, OR MULCHED IF FINAL LANDSCAPING IS NOT INSTALLED AT THIS TIME. 8. ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED AND COLLECTED SEDIMENT PROPERLY DISPOSED OF WHEN NO LONGER REQUIRED ONLY AFTER CERTIFICATION BY THE ENGINEER OR SOIL SCIENTIST. ESTIMATED PROJECT START DATE: SPRING 2001 ESTIMATED PROJECT COMPLETION: SUMMER 2001 NOT RELEASED FOR CONSTRUCTION ANTI -TRACKING APRON SILT FENCE J:/DWG/P87/87546/S10/87546-D1.DWG 1 3 FRONT ELEVATION 2'—► 2-#4x4'-O" LONG —� TOP OF FRAME APPLES —� PRECAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH 6" - 12" BRICK LEVELING COURSE PRECAST CONCRETE OR MASONRY UNITS POURED CONCRETE OR PRECAST SUMP 6" OF 3/4" CRUSHED STONE 6" OF 3/4" CRUSHED 2 13/16" - ADJUST FRAME ELEVATION WITH 6" - 12" BRICK LEVELING COURSE COPPro TIn— CORPORATION STOP STRAP TAPPING SA SIDE ELEVATION PROPOSED GRADE TYPE "C" CATCH BAS I N TI REBUILD EXISTING CATCH BASIN (APPROX STA 24+50 RT) AND CONVERT TO STORM MANHOLE 2j IN.L 8„ ADJUST TO GRADE I I WITH MAX. OF FOUR COURSES OF CONC. BRICK 8" SOLID CONC. BLOCK OR DEPTH TO INVERT REMOVE TOP PORTION OF PRECAST RISER UNITS VARIES SEE PROFILES EXISTING CATCH BASIN REBUILD TO FIT MANHOLE AX 2" WELDED WIRE CORBEL PER BLOCK FRAME M 2 1/4 MIN. FABRIC (TYP.) I I I 1 f i s IN. FINISH rF?AnF 2 HOLE COVER M 1 V TER MA VAR WATER gERVIrF rnNNFrTInN y PAVEMENT SEC ON OR LANDSCAPING (SEE PLANS) EXISTING PAVEMENT I WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 10 LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS NO STONE LARGER THAN 1 MATERIAL SHALL MEET D.O.T. MZ05 I I I NOTES: I I I. ALL MANHOLE FRAMES COVERS BEDDING ON SUITABLE NATIVE MATERIAL OR I I 3/4 CRUSHED STONE BEDDING MATERIAL I TO BE SET FLUSH WITH BINDER IN ROCK EXCAVATION OR IN UNSUITABLE COURSE. A MANHOLE RISER MATERIAL AS DIRECTED BY THE ENGINEER. L= RING SHALL BE USED TO MATERIAL SHALL MEET D.O.T. M.02.1 (o I I ) BRING MANHOLE COVER TO FOR 3/4" STONE. FINISHED GRADE PRIOR TO THE COMPLETION OF THE FINAL I4° • t- .-•-. - - -� . I SURFACE COURSE. • 4 °• 4 . • . A"•� BACKFILL TO SPRINGLINE OF PIPE L- - - =- - WITH 3/4" STONE WHEN USING POLYTHYLENE OR CPP PIPE EXISTING CATCH BASIN TO STORM DRAIN TRENCH STORM MANHOLE CONVERSION STRUCTURE NOTES FOR CATCH BASINS, MANHOLES, CULVERT ENDS, ENDWALLS AND SEDIMENTATION CHAMBERS 1. STRUCTURES SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12 IN. GRAVEL BASE TO 6 IN. MINIMUM OUTSIDE BASE. 2, 3 IN. MAXIMUM CORBEL PER CONCRETE BLOnc IINIT 3. JOINTS TO BE POINTED FLUSH AND FULL. 4. PIPES TO BE CUT FLUSH WITH INSIDE WALL OF STRUCTURE. 5. CATCH BASIN TOP OR MANHOLE FRAMES SHALL BE SET ON A BRICK COURSE FOR GRADE ADJUSTMENT - 1 COURSE MINIMUM, 4 COURSE MAXIMUM. 6. IF CATCH BASIN FROM TOP OF CURB TO BOTTOM OF BASIN IS GREATER THAN 10 FT., THE WALL THICKNESS SHALL BE INCREASED TO 12 IN. INSIDE DIMENSION TO REMAIN THE SAME. 7. CATCH BASINS SHALL BE BACKFILL ED WITH PERVIOUS MATERIAL FROM THE UPPER PORTION OF THE STRUCTURE DOWN TO THE OUTLET PIPE, BUT IN NO CASE TO A DEPTH GREATER THAN 3 FT. BELOW TOP OF STRUCTURE. 2 OPEN VERTICAL JOINTS IN EACH WALL AT OR IMMEDIATELY ABOVE BOTTOM OF PERVIOUS MATERIAL 8. FLAT TOP MANHOLE 10 BE USED YWHERE HEIGHT PROHIBE TO HE USE OF CONE SECTION. BASIN MRB NOTES: 1. SURFACE ON WHICH CURBING IS PLACED SHALL BE CLEAN AND AN APPROVED TACK COAT SHALL BE APPLIED JUST PRIOR TO PLACING CURB. 2. CURBING SHALL BE MACHINE. 3. CURBING MAY BE PLACED ON BITUMINOUS BASE COURSE IF APPROVED BY THE ENGINEER. SECTION BITUMINOUS CONCRETE CURB PIPE O.D.+ 24" 3'-0" MIN. FIN'tSHED GRADE NEENAH TRAP HOOD a 1n '. ---Il_T ' '-. z MVLJ-I MVUCL �f i[J/Vi—IL mogul WITH HOOKS � � ' ! IRON -�/� >� HANDLE c► � UTLET PIPE ro 112„ 16 TRAP HOODS SHALL BE INSTALLED IN ALL CATCH BASINS. TRAP HOOD INSTALLATION J LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED —9 e APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL. PLACED AND COMPACTED IN ONE FOOT (1) (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL. STATUTE SECTION 16-345, AS AMENDED, PLACED 12' (MN.) TO 24' (MAX.) ABOVE TOP OF PIPE. -SAND BE.ANKET PIPE, AS SPECIFIED 1/2 CD. PIPE 3/4' BROKEN TRAPROCK 1/2 D. PIPE , •:.� ' FILTER FABRIC O.D. 1 PIPE 12' SAND MIN. SECTION STONE , NOTE: 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE 6' MIN. ';• NECESSARY PG. VI-46 2. FILTER FABRIC SHALL BE NONWOVEN f [ CLASS 2, WITH PERMITTIVITY OF 1' 2f-6' 1' 0.5 TO 0.1 SECT AND AILS OF 0.43 mm TO 0.22mm AND SHALL PIPE - IN GROUND WATER MEET AASHTO M288-96 SANITARY SEWER TRENCH J Q LI Of m FRONT OF WALK BACK OF WALK U TOP OF CURB GUTTER LINE c� --- ------------ -------I---- ELEVATION SCALE: 1 /4"=1'-0" 2" LIP WITH 5" 5'-0" OR MORE 5'-0" OR MORE 2" RADIUS JOINT SEALER MAX. SLOPE 1 1 4" FT CV GRANITE CURB OR CONC. CURB - AS DESIGNATED BY TOWN ENGR. MAX. SLOPE / / 1 1 2 FT. ;�. ,... '` ' ` •= �"J 8" W/ 6 x 6 x 10/10 WIRE MESH PLACE MESH 2" FROM BOTTOM 8" PROCESSED AGGREGATE BASE CONCRETE RAMP SECTION A -A CVIVCRE T E URI VEVVA T APRVIV W CUT AND SEAL JOINT WITH TACK COAT M 04.01 SCALE: 1 /2"=1'-O" 2" (COMPACTED) CLASS 2 BITUMINOUS SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 —CONCRETE SURFACE COURSE (OR 1" OR 1 1/2" (COMPACTED) CLASS 2 BITUMINOUS MATCH EXISTING, IF GREATER) M 04 CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 12" EXISTING PAVEMENT • / CO URSE )( OR SS 1 OR 2 BITUMINOUS 4.• CONCRETE BINDER OURSE NOTES: ° ' 7" (COMPACTED) PROCESSED TRAPROCK ° ° MATCH EXISTING, IF GREATER) M 04 " .° Q.. 4• 4.1 .d BASE.- M.05.01 ; •,4 �`. _ °-, 6' (COMPACTED) PROCESSED TRAPROCK 21„ 1. SIGN MATERIAL -ALUMINUM .080 THICK ° BASE.- M 05.01. HANDICAP BACKGROUND -BLUE, REFLECTORIZED LEGEND -SILVER, REFLECTORIZED ,.:.. , ::r ;�:'r:'';.:.,. ;�:1•: - 6' (COMPACTED) PROCESSED GRAVEL :_ �:; :•y::tic• .•.`:;'!" 6':•••::• SUBASE OVER COMPACTED SUBGRADE :,:?:;:..:,•::;::;.:.,: '.? ::':: ;: ,• ,•• PARKING `' 2. "VAN ACCESSIBLE" SIGNAGE TO BE PLACED ... _ ., , ,• .• :. • , _.:. 6' (COMPACTED) PROCESSED GRAVEL ':::::'.'•;•:;;:':;^ :;:'.•:':•'':A:• '; :,'= (TRENCH BACK FILL) M.02— GRADE, B ^::'t;% SUBASE OVER COMPACTED SUBGRADE STATE PERMIT ONLY IN STALLS INDICATED ON LAYOUT ::,:•: ;:.':>::•:.:.�;''':; ;.y•^.�.;• •..'.. (OR PROCESSED TRAPROCK) ' r.'•':;:.:;,:.;:..�..:::,: :. .• ... '�'_;::'. ::.:. .;,� '..�:; (TRENCH BACK FILL) M.02- GRADE, 8 REQUIRED APPROVED BACK FILL PLACED �''"'` • (OR PROCESSED TRAPROCK) VIOLATORS PLANS. Z SUBJECT TO AND COMPACTED IN 12" LAYERS O PENALTY " ~ (OR AS OTHERWISE APPROVED) NOTES Q � ° 12" 12 NO STONE LARGER THAN 3" LaMIN. TRENCH MIN.NOTES L 12" 12" 1. ALL SAW CUT AND SEALED JOINTS TO 00 Q WIDTH MIN. TRENCH MIN. BE EITHER PARALLEL WITH, OR PERPEN- d o- VAN ACCESSIBLE VARIES 1. ALL SAW CUT AND SEALED JOINTS TO WIDTH DICULAR TO, THE CENTERLINE OF SEEBE EITHER PARALLEL WITH, OR PERPEN- VARIES THE PIPE. " " TYPICAL DICULAR TO, THE CENTERLINE OF SEE -- 4x4 STEEL TUBE WITH WELDED TOP - TRENCH THE PIPE. TYPICAL 2. ALL MATERIALS ARE TO MEET CAP ANCHORED 24" IN SOLID CONCRETE. SECTION TRENCH FORM 814A, AS AMENDED FINISH WITH RUST RESISTANT PRIMER AND 2. ALL MATERIALS ARE TO MEET I SECTION I WHITE FINISH COAT. FORM 814A, AS AMENDED 3. IT MAY BE NECESSARY TO INSTALL 18" OF SECTION PROCESSED GRAVEL IN THE SUBBASE, DUE TO A 3. IT MAY BE NECESSARY TO INSTALL 18" OF SECTION HIGH WATER TABLE IN THE AREA. PROCESSED GRAVEL IN THE SUBBASE, DUE TO HIGH GROUNDWATER IN THE AREA. PERMANENT PAVEMENT PATCHING DETAIL HANDICAP ACCESSIBLE SIGN TEMPORARY PAVEMENT PATCHING DETAIL (TOWN OF SOUTH WINDSOR DETAIL) (TOWN OF SOUTH WINDSOR DETAIQ 1 1 /2" BITUMINOUS CONCRETE CLASS 2 BIT. CURB 1 1 /2" BITUMINOUS CONCRETE CLASS 1 6" TOOLED JOINT 1/3 SIDEWALK DEPTH 1/4" CORK ASPHALT I FULL CUT CONSTRUCTION JOINT EXPANSION JOINT EVERY 30 PLAN BACKFILL PLACED & COMPACTED IN 12" LAYERS BLUE WARNING TAPE COMPLETE ENVELOPE OF FILTER FABRIC WITH 12" OVERLAP REQUIRED WHEN CRUSHED STONE IS USED AS BEDDING MATERIAL. FILTER FABRIC REQUIRED IN ROCK CUT AS DIRECTED BY ENG. BEDDING MATERIAL SHALL BE BANK GRAVEL (DOT GRADING A), WELL GRADED SAND OR 3/8" TO 3/4" CRUSHED STONE- PLACED AND COMPACTED IN 6" LAYERS. 6" -.-- 1 /4" / FT. 4" CONCRETE CLASS "C" 8" ROLLED GRAVEL BASE NOTES: PROVIDE DEEP DUMMY JOINT EVERY 5' (1/3 DEPTH OF SLAB) REPLACE 1 /4" EXPANSION JOINT IF EXISTING JOINT FALLS WITHIN RECONSTRUCTION. �Lj/� /� ! /% GRAVEL FILL AS DIRECTED BY ENGINEER WHEN SECTION > 4 /\ / // UNSUITABLE MATERIAL IS ENCOUNTERED CRUSHED STONE SHALL BE USED IN HIGH GROUNDWATER CONCRETE SIDEWALK CONDITIONS AS DIRECTED BY THE ENGINEER. (BETWEEN BUILDING & PARKING LOT) TYPICAL WATER TRENCH DETAIL NOTE:; 4" WH ITE 4" WHITE CROSS HATCHING 1 — 6" PROCESS AGGREGATE BASE 6" GRAVEL SUBBASE 12" GRAVEL SUBBASE IN AREAS OF ROCK CUT 3' I, 9' I, 3' STANDARD STALLS 15' `.SEE TOWN REGULATIONS HANDICAP STALL HANDICAP PARKING WANDICAP S GN (TYP.) 'E DETAIL MTL ., STREET LINE R.O.W. r VARIES 4' 1' MEET TOP OF CURB, OR EDGE OF 6" 6 �PRV�g PAVEMENT IF NO CURB EXISTS 1/4":1' 3:1 MAX. RESIDENTIAL BIT. CURB ";'j;�`i'✓-"'��;: 4" TOPSOIL &SEED MATCH EXSIS11NG GROUND 4" TOPSOIL OL =U-- 8' PROCESSED OR BANK RUN GRAVEL MEET GRADATION OF M2.06 GRADING B OR M5.01.1. 5" CONC. SIDEWALK (8" CONC. AT DRIVES WITH 6"X6"X10/10 WIREMESH) CONCRETE SIDEWALK (ALONG STREET FRONTAGE) NOT RELEASED FOR CONSTRUCTION a PROD. MANAGER: FM & OTOU M CosnsuU*W Eg7ime is O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646-2469 CHIEF DESIGNER: REVIEWED BY DATE SURVEY SITE CONSTRUCTION DETAILS PREPARED FOR ROCK VI LLE BANK 1645 ELLINGTON ROAD SOUTH WINDSOR CONNECTICUT N MCI Do a jj STRUCTURAL REVISION DATE: 03 23 01 A4/24/01 1& 7/6/01 a 4 23 01 A 5 11 01 I& z Lu E 1.1. I 0 IMATtt\/. u. %I VHI vM. Fl. v: i Ir%D AIII►/DCD I vvv tvvtvtu Li♦ 87546 DUACC 1 11/1J t— S10 I nATC v/-% I OCT. 2000 (SHEET N 0. 7 SCALE: N.T.S. - MW>—to—OZM W. � T N U) \C U7 U) :3 N a 'o O C 4-1 O O E Q T J L O O O I cy-m O v O Cu H CD M Q LO O (n m Co U CD 0 N L \ (O —J I c n o = TD L C) Co C3 U T) d .N U7 N C7 3 3 a.> CD CD 07 CU m O_ N / -ice c.n w F— L-) C Lli rT O U7 cr O n o '�� ' ^ 1`�s ).r's''R r. ���� .�`��i(r'R v'� ' '�"2�,1�'j�".,i•� s 4�°r J". 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